- A.0.8%
- B.1.2%
- C.1.6%
- D.2.0%
Cambridge IAS-Level · Thinka 原創模擬試題
2025 Cambridge IAS-Level Physics (9702) 模擬試題連答案詳解
Thinka Nov 2025 (V4) Cambridge International A Level-Style Mock — Physics (9702)
卷一 (選擇題)
- A.\( \frac{v-u}{g} \)
- B.\( \frac{v+u}{g} \)
- C.\( \frac{\sqrt{v^2 - u^2}}{g} \)
- D.\( \frac{\sqrt{v^2 + u^2}}{g} \)
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解題
評分準則
- A.\( T = \frac{W d}{2\sqrt{L^2 - d^2}} \)
- B.\( T = \frac{W L}{2\sqrt{L^2 - d^2}} \)
- C.\( T = \frac{W L}{\sqrt{L^2 - d^2}} \)
- D.\( T = \frac{W \sqrt{L^2 - d^2}}{2 L} \)
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解題
評分準則
- A.3.8 A
- B.5.1 A
- C.6.8 A
- D.9.1 A
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解題
評分準則
- A.1:8
- B.1:4
- C.2:1
- D.8:1
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解題
評分準則
- A.There are nodes at 0 and \( \frac{1}{2}L \).
- B.There are nodes at 0 and \( \frac{2}{3}L \).
- C.There are nodes at \( \frac{1}{3}L \) and \( L \).
- D.There are nodes at \( \frac{1}{4}L \) and \( \frac{3}{4}L \).
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解題
評分準則
- A.\( 1.20 R \)
- B.\( 1.38 R \)
- C.\( 1.44 R \)
- D.\( 1.56 R \)
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解題
評分準則
- A.An up quark changes to a down quark, and the emitted neutrino has a lepton number of \( +1 \).
- B.An up quark changes to a down quark, and the emitted neutrino has a lepton number of \( -1 \).
- C.A down quark changes to an up quark, and the emitted neutrino has a lepton number of \( +1 \).
- D.A down quark changes to an up quark, and the emitted neutrino has a lepton number of \( -1 \).
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解題
評分準則
- A.4.0%
- B.5.0%
- C.8.0%
- D.14.0%
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解題
評分準則
- A.1.5
- B.2.0
- C.2.5
- D.3.0
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解題
評分準則
- A.1.3 kW
- B.1.8 kW
- C.2.4 kW
- D.3.1 kW
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解題
評分準則
- A.1.6 mm
- B.1.8 mm
- C.3.2 mm
- D.3.6 mm
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解題
評分準則
- A.X has speed 2.0u to the left, Y has speed 1.0u to the right
- B.X has speed 2.5u to the left, Y has speed 0.5u to the right
- C.X has speed 3.5u to the left, Y has speed 0.5u to the left
- D.X has speed 3.5u to the right, Y has speed 1.5u to the left
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解題
評分準則
- A.0.5
- B.1.0
- C.2.0
- D.4.0
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解題
評分準則
- A.150 Hz
- B.200 Hz
- C.300 Hz
- D.400 Hz
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解題
評分準則
- A.Charge of \(\Xi^0\) is 0; Charge of \(\pi^+\) is \(+1e\)
- B.Charge of \(\Xi^0\) is 0; Charge of \(\pi^+\) is \(-1e\)
- C.Charge of \(\Xi^0\) is \(-1e\); Charge of \(\pi^+\) is \(+1e\)
- D.Charge of \(\Xi^0\) is \(+1e\); Charge of \(\pi^+\) is 0
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解題
評分準則
The measurements and their absolute uncertainties are:
Mass \(m = (125.0 \pm 0.5)\text{ g}\)
Length \(L = (8.00 \pm 0.08)\text{ cm}\)
Diameter \(d = (2.50 \pm 0.05)\text{ cm}\)
What is the percentage uncertainty in the calculated value of the density?
- A.\(1.4\%\)
- B.\(3.4\%\)
- C.\(4.4\%\)
- D.\(5.4\%\)
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解題
\(\rho = \frac{m}{V} = \frac{m}{\pi (d/2)^2 L} = \frac{4m}{\pi d^2 L}\)
The fractional uncertainty in \(\rho\) is:
\(\frac{\Delta \rho}{\rho} = \frac{\Delta m}{m} + 2 \frac{\Delta d}{d} + \frac{\Delta L}{L}\)
First, calculate each individual percentage uncertainty:
- Mass: \(\frac{0.5}{125.0} \times 100\% = 0.40\%\)
- Diameter: \(\frac{0.05}{2.50} \times 100\% = 2.00\%\)
- Length: \(\frac{0.08}{8.00} \times 100\% = 1.00\%\)
Now, sum the percentage uncertainties, remembering that the uncertainty in the diameter must be multiplied by 2 because it is raised to the second power:
\(\text{Percentage uncertainty} = 0.40\% + 2 \times (2.00\%) + 1.00\% = 5.40\% \approx 5.4\%\)
評分準則
What is the tension in the string?
- A.\(7.2\text{ N}\)
- B.\(9.6\text{ N}\)
- C.\(15\text{ N}\)
- D.\(20\text{ N}\)
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解題
The geometry of the system forms a right-angled triangle:
- The hypotenuse is the distance from the attachment point on the wall to the center of the sphere: \(L + r = 10\text{ cm} + 15\text{ cm} = 25\text{ cm}\).
- The horizontal side is the radius of the sphere, \(r = 15\text{ cm}\).
- The vertical side along the wall is \(\sqrt{25^2 - 15^2} = 20\text{ cm}\).
Let \(\theta\) be the angle between the string and the vertical wall.
From the right-angled triangle:
\(\cos\theta = \frac{\text{adjacent}}{\text{hypotenuse}} = \frac{20}{25} = 0.80\)
For vertical equilibrium of the sphere:
\(T \cos\theta = W\)
\(T \times 0.80 = 12\text{ N}\)
\(T = \frac{12}{0.80} = 15\text{ N}\)
評分準則
What is the minimum useful electrical power input to the pump if its efficiency is \(65\%\)?
- A.\(0.81\text{ kW}\)
- B.\(1.2\text{ kW}\)
- C.\(1.8\text{ kW}\)
- D.\(1.9\text{ kW}\)
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解題
\(\frac{\Delta m}{\Delta t} = \rho A v = 1000\text{ kg m}^{-3} \times (2.0 \times 10^{-3}\text{ m}^2) \times 4.0\text{ m s}^{-1} = 8.0\text{ kg s}^{-1}\)
The useful power output \(P_{\text{out}}\) consists of raising the water (potential energy) and giving it kinetic energy:
\(P_{\text{out}} = \frac{\Delta E_p}{\Delta t} + \frac{\Delta E_k}{\Delta t}\)
\(P_{\text{out}} = \left(\frac{\Delta m}{\Delta t}\right) g h + \frac{1}{2} \left(\frac{\Delta m}{\Delta t}\right) v^2\)
\(P_{\text{out}} = (8.0 \times 9.81 \times 15) + \left(\frac{1}{2} \times 8.0 \times 4.0^2\right)\)
\(P_{\text{out}} = 1177.2\text{ W} + 64.0\text{ W} = 1241.2\text{ W}\)
Since the efficiency of the pump is \(65\%\):
\(\text{Efficiency} = \frac{P_{\text{out}}}{P_{\text{in}}} = 0.65\)
\(P_{\text{in}} = \frac{1241.2}{0.65} \approx 1910\text{ W} = 1.91\text{ kW} \approx 1.9\text{ kW}\)
評分準則
The experiment is now modified: the wavelength of the light is increased to \(1.2\lambda\), the slit separation is reduced to \(0.8d\), and the distance to the screen is doubled.
What is the new fringe width?
- A.\(0.48x\)
- B.\(0.75x\)
- C.\(1.5x\)
- D.\(3.0x\)
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解題
\(x = \frac{\lambda D}{d}\)
With the modifications, the new fringe width \(x'\) is:
\(x' = \frac{\lambda' D'}{d'}\)
Substitute the modified values into the formula:
\(\lambda' = 1.2\lambda\)
\(d' = 0.8d\)
\(D' = 2D\)
\(x' = \frac{(1.2\lambda) (2D)}{0.8d} = \frac{2.4}{0.8} \left(\frac{\lambda D}{d}\right) = 3.0x\)
評分準則
What fraction of the initial kinetic energy is lost as a result of the collision?
- A.\(\frac{1}{9}\)
- B.\(\frac{1}{3}\)
- C.\(\frac{2}{3}\)
- D.\(\frac{8}{9}\)
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解題
\(p_i = p_f\)
\((2m)(3v) + 0 = (2m + m)v_f\)
\(6mv = 3mv_f \implies v_f = 2v\)
Now, find the initial and final kinetic energies:
- Initial kinetic energy: \(E_{k,i} = \frac{1}{2}(2m)(3v)^2 = 9mv^2\)
- Final kinetic energy: \(E_{k,f} = \frac{1}{2}(3m)(2v)^2 = 6mv^2\)
The kinetic energy lost is:
\(\Delta E_k = E_{k,i} - E_{k,f} = 9mv^2 - 6mv^2 = 3mv^2\)
The fraction of initial kinetic energy lost is:
\(\frac{\Delta E_k}{E_{k,i}} = \frac{3mv^2}{9mv^2} = \frac{1}{3}\)
評分準則
The closed end of the tube is now opened so that the tube is open at both ends.
What is the frequency of the first overtone (second harmonic) of the open tube?
- A.\(f\)
- B.\(2f\)
- C.\(3f\)
- D.\(4f\)
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解題
\(\lambda_1 = 4L\)
Therefore, the fundamental frequency \(f\) is:
\(f = \frac{v}{4L}\)
For a tube open at both ends, the wavelength of the \(n\)-th harmonic is:
\(\lambda_n = \frac{2L}{n}\)
The first overtone of an open tube is its second harmonic (\(n=2\)), so its wavelength \(\lambda_2\) is:
\(\lambda_2 = \frac{2L}{2} = L\)
Its frequency \(f_2\) is:
\(f_2 = \frac{v}{\lambda_2} = \frac{v}{L}\)
Comparing this to \(f\):
\(f_2 = 4 \left(\frac{v}{4L}\right) = 4f\)
評分準則
What are the quark compositions of the \(\Sigma^-\) baryon and the \(\pi^-\) meson?
(The charge of the up quark is \(+\frac{2}{3}e\), the down quark is \(-\frac{1}{3}e\), and the strange quark is \(-\frac{1}{3}e\).)
- A.\(\Sigma^-\): \(\text{uss}\); \(\pi^-\bound\): \(\text{d}\bar{\text{u}}\)
- B.\(\Sigma^-\): \(\text{dds}\); \(\pi^-\bound\): \(\text{d}\bar{\text{u}}\)
- C.\(\Sigma^-\): \(\text{dds}\); \(\pi^-\bound\): \(\text{u}\bar{\text{d}}\)
- D.\(\Sigma^-\): \(\text{uss}\); \(\pi^-\bound\): \(\text{u}\bar{\text{d}}\)
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解題
- \(\text{dds}\): Charge \(= (-\frac{1}{3}e) + (-\frac{1}{3}e) + (-\frac{1}{3}e) = -1e\). This is correct.
- \(\text{uss}\): Charge \(= (+\frac{2}{3}e) + (-\frac{1}{3}e) + (-\frac{1}{3}e) = 0\). This is neutral.
A meson consists of a quark-antiquark pair. The \(\pi^-\) meson has a charge of \(-1e\). Let's check the combinations:
- \(\text{d}\bar{\text{u}}\): Charge \(= (-\frac{1}{3}e) + (-\frac{2}{3}e) = -1e\). This is correct.
- \(\text{u}\bar{\text{d}}\): Charge \(= (+\frac{2}{3}e) + (+\frac{1}{3}e) = +1e\). This is the \(\pi^+\) meson.
Therefore, the correct combination is \(\Sigma^- = \text{dds}\) and \(\pi^- = \text{d}\bar{\text{u}}\).
評分準則
What is the ratio \(\frac{\text{Power dissipated in } X}{\text{Total power dissipated in the circuit}}\)?
- A.\(\frac{1}{4}\)
- B.\(\frac{1}{3}\)
- C.\(\frac{1}{2}\)
- D.\(\frac{2}{3}\)
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解題
The resistance of the parallel pair of resistors is:
\(R_p = \frac{R}{2} = 0.5R\)
The total resistance of the circuit is:
\(R_{\text{total}} = R_X + R_p = R + 0.5R = 1.5R\)
Let the total current flowing in the circuit be \(I\). This current \(I\) passes entirely through resistor \(X\).
The power dissipated in \(X\) is:
\(P_X = I^2 R_X = I^2 R\)
The total power dissipated in the circuit is:
\(P_{\text{total}} = I^2 R_{\text{total}} = I^2 (1.5R) = 1.5 I^2 R\)
Therefore, the ratio is:
\(\frac{P_X}{P_{\text{total}}} = \frac{I^2 R}{1.5 I^2 R} = \frac{1}{1.5} = \frac{2}{3}\)
評分準則
- A.3.5%
- B.5.5%
- C.7.5%
- D.9.5%
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解題
評分準則
- A.10.0\text{ N}
- B.12.0\text{ N}
- C.17.1\text{ N}
- D.34.2\text{ N}
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解題
評分準則
- A.550\text{ W}
- B.740\text{ W}
- C.980\text{ W}
- D.1300\text{ W}
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解題
評分準則
- A.0.38\text{ s}
- B.1.1\text{ s}
- C.2.3\text{ s}
- D.3.1\text{ s}
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解題
評分準則
- A.\(\frac{3}{4} x\)
- B.\(x\)
- C.\(\frac{4}{3} x\)
- D.\(3 x\)
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解題
評分準則
- A.\(2.25 I_0\)
- B.\(3.25 I_0\)
- C.\(6.25 I_0\)
- D.\(13.0 I_0\)
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解題
評分準則
- A.1.5 hours
- B.2.0 hours
- C.3.0 hours
- D.4.5 hours
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解題
評分準則
- A.both are down quarks
- B.both are up quarks
- C.one is an up quark and one is a down quark
- D.one is an up quark and one is a strange quark
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解題
評分準則
- A.1.7%
- B.2.1%
- C.2.9%
- D.3.7%
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解題
評分準則
- A.\(T = \frac{W d}{2 \sqrt{L^2 - d^2}}\)
- B.\(T = \frac{W L}{2 \sqrt{L^2 - d^2}}\)
- C.\(T = \frac{W L}{\sqrt{L^2 - d^2}}\)
- D.\(T = \frac{W \sqrt{L^2 - d^2}}{2 L}\)
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解題
評分準則
- A.\(8.3\text{ kg s}^{-1}\)
- B.\(13\text{ kg s}^{-1}\)
- C.\(17\text{ kg s}^{-1}\)
- D.\(20\text{ kg s}^{-1}\)
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解題
評分準則
- A.\(\frac{2}{3}\)
- B.\(\frac{3}{4}\)
- C.\(\frac{4}{3}\)
- D.\(\frac{8}{3}\)
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解題
評分準則
- A.\(1.5 I_0\)
- B.\(3.0 I_0\)
- C.\(4.5 I_0\)
- D.\(9.0 I_0\)
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解題
評分準則
- A.Strong interaction, charge 0
- B.Weak interaction, charge +1
- C.Weak interaction, charge 0
- D.Electromagnetic interaction, charge 0
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解題
評分準則
- A.\(H = u T + \frac{1}{2} g T^2\)
- B.\(H = -u T + \frac{1}{2} g T^2\)
- C.\(H = u T - \frac{1}{2} g T^2\)
- D.\(H = -u T - \frac{1}{2} g T^2\)
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解題
評分準則
- A.\(1.25 R\)
- B.\(1.50 R\)
- C.\(1.56 R\)
- D.\(1.80 R\)
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解題
評分準則
卷二 (AS Level 結構題)
\(\rho = \frac{\pi R d^2}{4L\)}
The measurements obtained and their absolute uncertainties are:
\(R = (4.50 \pm 0.05)\ \Omega\)
\(d = (0.38 \pm 0.01)\text{ mm\)}
\(L = (1.250 \pm 0.002)\text{ m\)}
(a) Distinguish between systematic errors and random errors, and state how the effect of random errors can be reduced. [3]
(b) (i) Calculate the value of \(\rho\) in \(\Omega\text{ m}\) to a suitable number of significant figures. [3]
(ii) Calculate the percentage uncertainty in \(\rho\). [3]
(iii) Determine the absolute uncertainty in \(\rho\). [1]
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解題
- Systematic errors cause measurements to deviate from the true value by a constant amount in the same direction each time, whereas random errors cause measurements to vary unpredictably around the true value.
- The effect of random errors can be reduced by taking multiple readings and calculating a mean value.
(b)
(i)
Convert diameter: \(d = 0.38 \times 10^{-3}\text{ m\)}
\(\rho = \frac{\pi \times 4.50 \times (0.38 \times 10^{-3})^2}{4 \times 1.250\)}
\(\rho = \frac{\pi \times 4.50 \times 1.444 \times 10^{-7}}{5.000} = 4.083 \times 10^{-7}\ \Omega\text{ m\)}
Since \(d\) is measured to 2 significant figures, the final resistivity should be quoted to 2 significant figures:
\(\rho = 4.1 \times 10^{-7}\ \Omega\text{ m\)}
(ii)
\(\frac{\Delta \rho}{\rho} = \frac{\Delta R}{R} + 2 \frac{\Delta d}{d} + \frac{\Delta L}{L\)}
\(\frac{\Delta R}{R} = \frac{0.05}{4.50} = 0.0111\) (1.11%)
\(\frac{\Delta d}{d} = \frac{0.01}{0.38} = 0.0263\) (2.63%)
\(\frac{\Delta L}{L} = \frac{0.002}{1.250} = 0.0016\) (0.16%)
\(\frac{\Delta \rho}{\rho} = 0.0111 + 2(0.0263) + 0.0016 = 0.0653\) or \(6.5\%\)
(iii)
\(\Delta \rho = 0.0653 \times 4.083 \times 10^{-7}\ \Omega\text{ m} = 0.27 \times 10^{-7}\ \Omega\text{ m} \approx 0.3 \times 10^{-7}\ \Omega\text{ m\)}
Therefore, \(\rho = (4.1 \pm 0.3) \times 10^{-7}\ \Omega\text{ m\)}
評分準則
- [1] Systematic error defined (constant deviation in one direction).
- [1] Random error defined (unpredictable fluctuations above and below the true value).
- [1] State that random errors are reduced by taking repeat measurements and finding the average.
(b)(i)
- [1] Correct substitution of numbers into the formula with correct power of ten for \(d\).
- [1] Calculation of \(4.08 \times 10^{-7}\) or \(4.1 \times 10^{-7}\).
- [1] Answer given to 2 s.f. with correct units (\(\Omega\text{ m}\)) consistent with the least precise input data (\(d\)).
(b)(ii)
- [1] Summing fractional uncertainties with factor of 2 for diameter (\(\frac{\Delta R}{R} + 2 \frac{\Delta d}{d} + \frac{\Delta L}{L}\)).
- [1] Correctly calculating individual percentage uncertainties (1.11%, 5.26%, 0.16%).
- [1] Total percentage uncertainty calculated as 6.5% (allow 6.5% to 6.6%).
(b)(iii)
- [1] Correct absolute uncertainty calculated and rounded to 1 s.f. (\(0.3 \times 10^{-7}\ \Omega\text{ m}\) or 2 s.f. \(0.27 \times 10^{-7}\ \Omega\text{ m}\)).
(a) Show that the vertical component of the initial velocity is \(8.60\text{ m s}^{-1}\) and the horizontal component is \(12.3\text{ m s}^{-1}\). [2]
(b) Calculate the maximum height reached by the ball above the launch point. [2]
(c) Determine the total time taken for the ball to reach the sea. [3]
(d) Calculate the speed of the ball immediately before it hits the sea. [3]
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解題
Vertical component:
\(u_y = u \sin\theta = 15.0 \sin(35.0^\circ) = 8.6036 \approx 8.60\text{ m s}^{-1}\)
Horizontal component:
\(u_x = u \cos\theta = 15.0 \cos(35.0^\circ) = 12.287 \approx 12.3\text{ m s}^{-1}\)
(b)
At maximum height, the vertical velocity \(v_y = 0\).
\(v_y^2 = u_y^2 - 2g y_{max}\)
\(0 = (8.604)^2 - 2(9.81)y_{max}\)
\(y_{max} = \frac{74.03}{19.62} = 3.77\text{ m}\)
(c)
The total vertical displacement when the ball hits the sea is \(y = -25.0\text{ m}\) (taking upwards as positive).
\(y = u_y t - \frac{1}{2}g t^2\)
\(-25.0 = 8.604 t - 4.905 t^2\)
\(4.905 t^2 - 8.604 t - 25.0 = 0\)
Using the quadratic formula:
\(t = \frac{8.604 \pm \sqrt{(-8.604)^2 - 4(4.905)(-25.0)}}{2(4.905)}\)
\(t = \frac{8.604 \pm \sqrt{74.03 + 490.5}}{9.81}\)
\(t = \frac{8.604 + 23.76}{9.81} = 3.30\text{ s}\) (discarding negative root)
(d)
Using conservation of energy:
\(\text{Initial total energy per unit mass} = \frac{1}{2} u^2 + gh\)
\(E_k + E_p = \frac{1}{2}(15.0)^2 + (9.81 \times 25.0) = 112.5 + 245.25 = 357.75\text{ J kg}^{-1}\)
At sea level, \(E_p = 0\):
\(\frac{1}{2} v^2 = 357.75\)
\(v = \sqrt{2 \times 357.75} = \sqrt{715.5} = 26.8\text{ m s}^{-1}\)
Alternatively, calculate the components of final velocity:
\(v_x = 12.29\text{ m s}^{-1}\)
\(v_y^2 = u_y^2 - 2gy = (8.604)^2 - 2(9.81)(-25.0) = 74.03 + 490.5 = 564.53\text{ m}^2\text{ s}^{-2}\)
\(v = \sqrt{v_x^2 + v_y^2} = \sqrt{12.29^2 + 564.53} = \sqrt{151.04 + 564.53} = \sqrt{715.57} = 26.8\text{ m s}^{-1}\)
評分準則
- [1] Vertical component shown correctly using \(15.0 \sin(35.0^\circ)\).
- [1] Horizontal component shown correctly using \(15.0 \cos(35.0^\circ)\).
(b)
- [1] Use of \(v^2 = u^2 + 2as\) with vertical component and \(v_y = 0\).
- [1] Correct calculation of height as \(3.77\text{ m}\) (accept \(3.8\text{ m}\)).
(c)
- [1] Use of \(s = ut + \frac{1}{2}at^2\) with correct vertical displacement value of \(-25.0\text{ m}\) (or breaking the motion into two parts).
- [1] Setting up a valid quadratic equation or solving for time to reach max height plus time to fall from max height.
- [1] Correct calculation of time as \(3.30\text{ s}\) (accept \(3.3\text{ s}\)).
(d)
- [1] Stating a correct energy conservation statement or kinematics equation for vertical velocity component.
- [1] Correct determination of the vertical component of final velocity (\(v_y = 23.8\text{ m s}^{-1}\)) OR direct energy method setup.
- [1] Correct speed calculation of \(26.8\text{ m s}^{-1}\) (allow \(26.7 - 26.9\text{ m s}^{-1}\)).
(a) State the two conditions required for an object to be in static equilibrium. [2]
(b) Describe and sketch (or describe the direction of) the three forces acting on the sphere, identifying each by name. [2]
(c) Calculate:
(i) the tension \(T\) in the string. [3]
(ii) the magnitude of the horizontal force \(F\). [2]
(d) The force \(F\) is adjusted so that the angle between the string and the vertical increases. State and explain the effect of this change on the tension \(T\). [1]
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解題
1. The resultant force acting on the object must be zero in any direction (translational equilibrium).
2. The resultant torque/moment about any axis of rotation must be zero (rotational equilibrium).
(b)
The three forces are:
1. Weight (\(W = mg\)), acting vertically downwards from the center of mass of the sphere.
2. Tension (\(T\)), acting along the line of the string, directed upwards and away from the sphere.
3. Applied force (\(F\)), acting horizontally to the side.
(c)
(i)
First calculate weight \(W = mg = 0.85 \times 9.81 = 8.3385\text{ N}\).
Resolving vertically:
\(T \cos(28^\circ) = W\)
\(T \cos(28^\circ) = 8.3385\)
\(T = \frac{8.3385}{\cos(28^\circ)} = \frac{8.3385}{0.88295} = 9.44\text{ N}\)
(ii)
Resolving horizontally:
\(F = T \sin(28^\circ)\)
\(F = 9.444 \times \sin(28^\circ) = 9.444 \times 0.4695 = 4.43\text{ N}\)
(Alternatively, \(F = W \tan(28^\circ) = 8.3385 \times \tan(28^\circ) = 4.43\text{ N}\))
(d)
Since \(T = \frac{W}{\cos\theta}\), as the angle \(\theta\) increases, \\cos\theta\) decreases. Therefore, for a constant weight \(W\), the tension \(T\) in the string must increase.
評分準則
- [1] State that the resultant/net force in any direction is zero.
- [1] State that the net torque/moment about any point is zero.
(b)
- [1] Identify all three forces: Weight downwards, Tension along string (up/away), and horizontal applied force.
- [1] Show or describe their directions correctly meeting at the center of the sphere.
(c)(i)
- [1] Correct calculation of the weight of the sphere (\(W = 8.34\text{ N}\) or \(8.3\text{ N}\)).
- [1] Resolving forces vertically to get \(T \cos(28^\circ) = mg\).
- [1] Correct calculation of tension \(T = 9.44\text{ N}\) (accept \(9.4\text{ N}\)).
(c)(ii)
- [1] Resolving forces horizontally to get \(F = T \sin(28^\circ)\) or \(F = W \tan(28^\circ)\).
- [1] Correct calculation of \(F = 4.43\text{ N}\) (accept \(4.4\text{ N}\)).
(d)
- [1] Correctly states tension increases and explains that \(\cos\theta\) decreases as \(\theta\) increases, and since \(T = W/\cos\theta\), \(T\) must increase.
(a) Calculate the decrease in gravitational potential energy of the car as it travels from A to B. [2]
(b) Assuming the track is frictionless between A and B, calculate the speed of the car at B. [2]
(c) In reality, a constant average resistive force of \(380\text{ N}\) acts on the car along the track from A to B. The length of the track between A and B is \(60.0\text{ m}\).
(i) Calculate the work done against the resistive force. [2]
(ii) Calculate the actual speed of the car when it reaches B. [2]
(d) At point C, the car's actual speed is measured to be \(8.50\text{ m s}^{-1}\). Calculate the total thermal energy generated by resistive forces during the entire journey from A to C. [2]
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解題
\(\Delta E_p = m g \Delta h = 450 \times 9.81 \times 35.0 = 154,507.5\text{ J} \approx 1.55 \times 10^5\text{ J\)}
(b)
All GPE is converted to KE:
\(\frac{1}{2} m v^2 = \Delta E_p\)
\(\frac{1}{2} \times 450 \times v^2 = 154,507.5\)
\(v = \sqrt{2 \times 9.81 \times 35.0} = 26.2\text{ m s}^{-1\)}
(c)
(i)
\(W_{\text{resistive}} = F d = 380 \times 60.0 = 22,800\text{ J} = 2.28 \times 10^4\text{ J\)}
(ii)
Actual kinetic energy at B:
\(E_{k\text{, actual}} = \Delta E_p - W_{\text{resistive}} = 154,507.5 - 22,800 = 131,707.5\text{ J\)}
\(\frac{1}{2} m v_{\text{actual}}^2 = 131,707.5\)
\(v_{\text{actual}} = \sqrt{\frac{2 \times 131,707.5}{450}} = 24.2\text{ m s}^{-1\)}
(d)
Total energy at the start (at A):
\(E_A = m g h_A = 450 \times 9.81 \times 35.0 = 154,507.5\text{ J\)}
Total energy at C:
\(E_C = m g h_C + \frac{1}{2} m v_C^2 = (450 \times 9.81 \times 22.0) + \left(\frac{1}{2} \times 450 \times 8.50^2\right)\)
\(E_C = 97,119 + 16,256.25 = 113,375.25\text{ J\)}
Thermal energy generated = loss in mechanical energy:
\(Q = E_A - E_C = 154,507.5 - 113,375.25 = 41,132.25\text{ J} \approx 4.11 \times 10^4\text{ J\)} (or \(41.1\text{ kJ}\))
評分準則
- [1] Use of \(\Delta E_p = mg\Delta h\).
- [1] Correct calculation of \(1.55 \times 10^5\text{ J}\) (or \(1.5 \times 10^5\text{ J}\)).
(b)
- [1] Equating \(E_k\) to \(E_p\) (\(\frac{1}{2}mv^2 = mgh\)).
- [1] Correct calculation of speed as \(26.2\text{ m s}^{-1}\).
(c)(i)
- [1] Use of \(W = Fd\).
- [1] Correct calculation of \(22,800\text{ J}\) (or \(2.3 \times 10^4\text{ J}\)).
(c)(ii)
- [1] Subtracting the work done against friction from initial GPE to find the final kinetic energy.
- [1] Correct calculation of actual speed as \(24.2\text{ m s}^{-1}\) (allow \(24.0 - 24.5\text{ m s}^{-1}\)).
(d)
- [1] Stating and substituting into the conservation of energy equation: \(E_A = E_C + E_{\text{thermal}}\).
- [1] Correct calculation of thermal energy as \(4.11 \times 10^4\text{ J}\) (accept \(4.1 \times 10^4\text{ J}\) or \(41\text{ kJ}\)).
(a) Define *Young modulus*. [1]
(b) Show that the extension of the wire under this load is approximately \(1.3\text{ mm}\). [3]
(c) Calculate the elastic strain energy stored in the wire when carrying this load, assuming Hooke's law is obeyed. [2]
(d) The load is increased until the wire behaves plastically.
(i) State the difference between *elastic deformation* and *plastic deformation*. [2]
(ii) Describe the feature of a force-extension graph that shows the permanent deformation of the wire when it is loaded into the plastic region and then unloaded. [2]
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解題
Young modulus is defined as the ratio of tensile stress to tensile strain:
\(E = \frac{\text{Stress}}{\text{Strain}}\) (provided the proportional limit is not exceeded).
(b)
Stress: \(\sigma = \frac{F}{A} = \frac{180}{1.50 \times 10^{-6}} = 1.20 \times 10^8\text{ Pa\)}
Strain: \(\varepsilon = \frac{x}{L\)}
Using \(E = \frac{\sigma}{\varepsilon}\):
\(E = \frac{F L}{A x} \implies x = \frac{F L}{A E}\)
\(x = \frac{180 \times 2.20}{1.50 \times 10^{-6} \times 2.00 \times 10^{11}} = \frac{396}{3.00 \times 10^5} = 1.32 \times 10^{-3}\text{ m} = 1.32\text{ mm\)}
This is approximately \(1.3\text{ mm}\).
(c)
Strain energy stored is:
\(E_s = \frac{1}{2} F x = \frac{1}{2} \times 180 \times 1.32 \times 10^{-3} = 0.119\text{ J}\) (or \(0.12\text{ J}\))
(d)
(i)
- Elastic deformation: the material returns to its original length/shape when the load/deforming force is removed.
- Plastic deformation: the material does not return to its original length/shape when the load is removed; there is permanent extension/deformation.
(ii)
- When loaded past the elastic limit, the line on the force-extension graph curves and its gradient decreases.
- When unloaded, the unloading curve is a straight line parallel to the initial linear portion of the loading curve, which intercepts the extension axis at a value greater than zero, showing a permanent extension.
評分準則
- [1] Young modulus = tensile stress / tensile strain.
(b)
- [1] Use of \(E = \frac{FL}{Ax}\) or equivalent step-by-step stress and strain calculations.
- [1] Correct substitution of all given quantities with correct powers of 10.
- [1] Correctly calculates \(1.32 \times 10^{-3}\text{ m}\) and rounds/states it to be \(1.3\text{ mm}\).
(c)
- [1] Use of \(E_s = \frac{1}{2}Fx\) (or \(E_s = \frac{1}{2}kx^2\)).
- [1] Correct calculation of \(0.119\text{ J}\) or \(0.12\text{ J}\).
(d)(i)
- [1] Clarifies that elastic deformation means returning to original shape when force is removed.
- [1] Clarifies that plastic deformation means permanent change in shape/does not return to original shape.
(d)(ii)
- [1] Mentions that the unloading line is parallel to the straight-line section of the loading curve.
- [1] Mentions that the unloading line does not return to the origin, showing a non-zero permanent extension.
(a) Explain how a stationary wave is formed in the tube. [3]
(b) (i) Draw the stationary wave pattern (displacement) inside the tube for this first resonance. Label any displacement nodes with 'N' and antinodes with 'A'. [2]
(ii) Calculate the length \(L\) of the tube, assuming the antinode is exactly at the open end. [2]
(c) Determine the next frequency at which a resonance will be observed in this tube. [3]
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解題
- Sound waves travel down the tube from the loudspeaker and are reflected at the closed end.
- The incident and reflected waves, which have the same frequency and speed, travel in opposite directions and meet/superpose.
- This produces a stationary wave pattern with points of zero displacement (nodes) and maximum displacement (antinodes).
(b)
(i)
- The sketch should show a node (N) at the closed end and an antinode (A) at the open end.
- The pattern represents a quarter of a wavelength (a single loop tapering down to the closed end).
(ii)
For the fundamental mode (first resonance):
\(L = \frac{\lambda}{4\)}
Since \(v = f \lambda \implies \lambda = \frac{v}{f} = \frac{340}{280} = 1.214\text{ m\)}
\(L = \frac{1.214}{4} = 0.304\text{ m\)} (or \(30.4\text{ cm\) or \(0.30\text{ m\) to 2 s.f.)
(c)
For a tube closed at one end, the possible resonant modes are odd harmonics (\(f, 3f, 5f, \dots\)).
The next resonance is the 3rd harmonic (first overtone):
\(f_{\text{next}} = 3 \times f_{\text{fundamental}} = 3 \times 280 = 840\text{ Hz\)}
Alternatively, for the next mode, \(L = \frac{3\lambda'}{4} \implies \lambda' = \frac{4L}{3}\):
\(f_{\text{next}} = \frac{v}{\lambda'} = \frac{3v}{4L} = \frac{3 \times 340}{4 \times 0.3036} = 840\text{ Hz\)}
評分準則
- [1] Sound waves travel down the tube and reflect at the closed end.
- [1] Wave traveling down the tube and reflected wave superpose/interfere.
- [1] The two waves must have the same frequency/amplitude and travel in opposite directions.
(b)(i)
- [1] Correct drawing of a quarter-wavelength pattern (one node and one antinode).
- [1] Node correctly labeled 'N' at the closed end and antinode 'A' at the open end.
(b)(ii)
- [1] Correct link between wavelength and length of tube: \(L = \lambda / 4\).
- [1] Correct calculation of length \(L = 0.304\text{ m}\) (accept \(0.30\text{ m}\) to \(0.31\text{ m}\)).
(c)
- [1] Identifies that the next mode of resonance corresponds to a three-quarter wavelength in the tube (\(L = 3\lambda/4\) or 3rd harmonic).
- [1] Relates the next frequency to the fundamental frequency: \(f' = 3f\).
- [1] Correctly calculates \(f' = 840\text{ Hz}\).
Paper 3 (Advanced Practical Skills)
Apparatus List:
- Metre rule (uniform, to be pivoted)
- Elastic band (unstretched length approximately \(8\text{ cm}\) to \(10\text{ cm}\))
- Two retort stands with bosses and clamps
- A G-clamp or heavy weight to secure the stands to the bench
- A loop of thread to act as a pivot at the \(10.0\text{ cm}\) mark of the metre rule
- A horizontal rod (e.g. a clamp arm or a metal rod) clamped to the first stand to support the thread loop
- A mass hanger with slotted masses to make a total load of \(200\text{ g}\)
- A second metre rule or a half-metre rule to measure heights
In this experiment, you will investigate the equilibrium of a pivoted wooden rule supported by an inclined elastic band.
Procedure:
- Measure and record the unstretched length \(L_0\) of the elastic band.
- Set up the apparatus as described below:
- Place the horizontal rod in a clamp on the first stand.
- Loop the thread around the \(10.0\text{ cm}\) mark of the metre rule and suspend it from the horizontal rod. This acts as a pivot.
- Attach one end of the elastic band to the \(90.0\text{ cm}\) mark of the rule.
- Attach the other end of the elastic band to a clamp on the second stand.
- Adjust the heights of the clamps so that the metre rule is horizontal.
- Measure and record the height \(h_0\) of the \(90.0\text{ cm}\) mark above the bench.
- Suspend the \(200\text{ g}\) mass at a distance \(x = 20.0\text{ cm}\) from the pivot (the \(10.0\text{ cm}\) mark).
- Measure and record the new height \(h\) of the \(90.0\text{ cm}\) mark above the bench.
- Calculate the deflection \(y = h_0 - h\).
- Vary \(x\) in the range \(15.0\text{ cm} \le x \le 80.0\text{ cm}\) and measure \(h\). Record your results in a table. Include columns for \(x\), \(h\), and \(y = h_0 - h\).
- Plot a graph of \(y\) on the y-axis against \(x\) on the x-axis.
- Determine the gradient and y-intercept of the line.
- The quantities \(y\) and \(x\) are related by the equation:
\(y = P x + Q\)
where \(P\) and \(Q\) are constants. Use your answers from the previous step to determine the values of \(P\) and \(Q\). Include appropriate units. - Estimate the absolute uncertainty in your measurement of \(h\), justifying your choice.
- Calculate the percentage uncertainty in your smallest value of \(h\).
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解題
Sample Results:
\(L_0 = 8.5\text{ cm}\)
\(h_0 = 35.0\text{ cm}\)
Table of results:
\(x\text{ / cm}\)\(h\text{ / cm}\)\(y\text{ / cm}\)15.032.42.630.029.85.245.027.27.860.024.610.470.022.912.180.021.213.8Graph Details:
Linear plot with points forming a straight line.
Using coordinates from the line of best fit: \((15.0, 2.6)\) and \((80.0, 13.8)\):
Gradient \(P = \frac{13.8 - 2.6}{80.0 - 15.0} = \frac{11.2}{65.0} \approx 0.172\text{ (dimensionless or cm/cm)}\)
Using \(y = P x + Q\) at \((45.0, 7.8)\):
\(7.8 = 0.172 \times 45.0 + Q \implies Q = 7.8 - 7.74 = 0.06\text{ cm}\)
Uncertainty:
(i) Absolute uncertainty in \(h\) is estimated as \(\pm 0.2\text{ cm}\) because of the difficulty in ensuring the vertical alignment of the rule and parallax errors in reading the scale.
(ii) Smallest raw height \(h = 21.2\text{ cm}\).
Percentage uncertainty = \(\frac{0.2}{21.2} \times 100\% \approx 0.94\%\)
評分準則
- (a) [1 mark] Unstretched length \(L_0\) recorded to nearest mm with correct unit.
- (b) [1 mark] Initial height \(h_0\) recorded to nearest mm with correct unit.
- (c) [1 mark] First measurement of \(h\) recorded to nearest mm and correct deflection \(y = h_0 - h\) calculated.
- (d) Table of results (6 marks):
- Range and number of readings: At least 6 sets of readings of \(x\) and \(h\) taken over a range of at least \(50.0\text{ cm}\). [1]
- Column headings: Heading and unit for each column must be present in the format "variable / unit" (e.g., \(x / \text{cm}\), \(h / \text{cm}\), \(y / \text{cm}\)). [1]
- Consistency: All raw readings of \(x\) and \(h\) must be recorded to the nearest mm (e.g., \(15.0\text{ cm}\), not \(15\text{ cm}\)). [1]
- Significant figures: Significant figures/decimal places in \(y\) must be consistent with the precision of raw \(h\) and \(h_0\). [1]
- Calculations: All calculations of \(y\) must be mathematically correct. [1]
- Quality of data: All plotted points must lie close to a straight line. [1]
- (e) Graph (4 marks):
- Axes: Linear scales with sensible intervals (not multiples of 3, 7, etc.). Labeled with units. [1]
- Plotting: All points plotted to within half a small square on the grid. [1]
- Line of best fit: Single sharp line drawn with balanced distribution of points above and below the line. [1]
- Quality: No points scatter more than \(1.0\text{ cm}\) (on the graph scale) from the best-fit line. [1]
- (f) Gradient and Intercept (2 marks):
- Gradient: Correct read-offs from a triangle with hypotenuse length at least half the length of the line. [1]
- y-intercept: Correctly calculated from \(y = m x + c\) or read directly from the y-axis if \(x=0\). [1]
- (g) Constants (2 marks):
- Values of \(P\) and \(Q\) stated to 2 or 3 significant figures. [1]
- Correct units given: \(P\) is dimensionless (or \(\text{cm cm}^{-1}\)), and \(Q\) has units of length (e.g., \(\text{cm}\) or \(\text{m}\)). [1]
- (h) Uncertainty (2 marks):
- (i) Absolute uncertainty in \(h\) estimated as \(\pm 0.1\text{ cm}\) to \(\pm 0.3\text{ cm}\) with a valid reason (e.g., parallax/scale alignment). [1]
- (ii) Percentage uncertainty calculated correctly to 2 s.f. using \(\frac{\Delta h}{h_{\text{smallest}}} \times 100\%\). [1]
Apparatus List:
- Two retort stands, bosses, and clamps
- Metre rule (uniform)
- Strong cotton thread (approximately \(1.5\text{ m}\))
- Stopwatch reading to \(0.01\text{ s}\)
- Half-metre rule
- Adhesive tape or Blu-Tack
- A small weight or pin to act as a fiducial marker
In this experiment, you will investigate the relationship between the length of the suspending threads and the period of oscillation of a horizontally suspended metre rule.
Procedure:
- Set up the apparatus as described below:
- Suspend the metre rule horizontally using two vertical threads of equal length \(L\).
- Attach the threads to the metre rule at the \(10.0\text{ cm}\) mark and the \(90.0\text{ cm}\) mark using small pieces of tape.
- Clamp the upper ends of the threads so that they are parallel and vertical.
- Adjust the thread length \(L\) to approximately \(30.0\text{ cm}\).
- Measure and record the length \(L_1\) of one of the suspending threads to the nearest mm.
- Displace the metre rule slightly in a direction perpendicular to its length, and release it so that it oscillates in a horizontal plane.
- Place a fiducial marker on the bench directly below the \(50.0\text{ cm}\) mark of the rule at its equilibrium position.
- Measure and record the time \(t_1\) for at least 10 complete oscillations.
- Repeat the measurement and record the average time \(t_{\text{avg1}}\).
- Calculate the period \(T_1\) of the oscillations.
- Estimate the percentage uncertainty in your measurement of \(t_1\), showing your working and justifying your choice of absolute uncertainty.
- Adjust the clamps to increase the length \(L\) of both threads to approximately \(60.0\text{ cm}\).
- Measure and record the new thread length \(L_2\).
- Measure and record the time \(t_2\) for at least 10 complete oscillations (repeated).
- Calculate the new period \(T_2\).
- It is suggested that the relationship between \(T\) and \(L\) is:
\[T^2 = k L\]
where \(k\) is a constant.- Calculate the two values of \(k\).
- Explain whether your results support the suggested relationship. Justify your conclusion by comparing the percentage difference between your two values of \(k\) with your estimated percentage uncertainty.
- Identify and describe four sources of uncertainty or systematic/random errors in this experiment, and suggest four improvements that could be made to reduce these uncertainties/limitations. Present your answers in a table.
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解題
Sample Results:
\(L_1 = 30.0\text{ cm} = 0.300\text{ m}\)
\(t_{\text{1a}} = 11.02\text{ s}\), \(t_{\text{1b}} = 10.98\text{ s}\)
\(t_{\text{avg1}} = 11.00\text{ s}\)
\(T_1 = \frac{11.00\text{ s}}{10} = 1.10\text{ s}\)
Percentage Uncertainty:
Absolute uncertainty in time \(\Delta t = 0.2\text{ s}\) due to human reaction time in starting/stopping the stopwatch.
Percentage uncertainty in \(t_1 = \frac{0.2\text{ s}}{11.00\text{ s}} \times 100\% \approx 1.8\%\).
Second Reading:
\(L_2 = 60.0\text{ cm} = 0.600\text{ m}\)
\(t_{\text{2a}} = 15.55\text{ s}\), \(t_{\text{2b}} = 15.61\text{ s}\)
\(t_{\text{avg2}} = 15.58\text{ s}\)
\(T_2 = \frac{15.58\text{ s}}{10} = 1.56\text{ s}\)
Constants Calculation:
\(k_1 = \frac{T_1^2}{L_1} = \frac{1.10^2}{0.300} = 4.03\text{ s}^2\text{ m}^{-1}\)
\(k_2 = \frac{T_2^2}{L_2} = \frac{1.56^2}{0.600} = 4.06\text{ s}^2\text{ m}^{-1}\)
Comparison:
Percentage difference between the two values of \(k\):
\(\frac{|4.06 - 4.03|}{4.045} \times 100\% \approx 0.74\%\)
Since \(0.74\% < 1.8\%\) (the estimated percentage uncertainty), the results support the suggested relationship.
Table of Limitations and Improvements:
Limitations / Sources of UncertaintySuggested ImprovementsTwo values of \(L\) are insufficient to draw a firm conclusion.Take multiple values of \(L\) and plot a graph of \(T^2\) against \(L\).The metre rule oscillates with a slight twisting/torsional motion.Attach threads to the rule in a way that constrains motion to one vertical plane, or use a wider attachment loop.Difficulty in identifying the exact start/end of an oscillation by eye.Use a light gate and a data logger to record the period of oscillation.The threads might not be perfectly vertical and parallel.Use a set square to verify verticality and measure the distance between threads at the top and bottom.評分準則
- (a)(i) [1 mark] First length \(L_1\) recorded to nearest mm with correct unit.
- (a)(ii) [2 marks] Raw time \(t_1\) recorded to at least 0.01 s with repeats. Award 1 mark if repeats are missing.
- (a)(iii) [1 mark] Period \(T_1\) calculated correctly.
- (b) [1 mark] Absolute uncertainty in \(t_1\) chosen within \(0.1\text{ s} \le \Delta t \le 0.5\text{ s}\) with human reaction time mentioned as a justification, and percentage uncertainty calculated correctly.
- (c)(i) [1 mark] Second length \(L_2\) recorded to nearest mm.
- (c)(ii) [2 marks] Raw time \(t_2\) recorded to at least 0.01 s with repeats.
- (c)(iii) [1 mark] Period \(T_2\) calculated correctly.
- (d)(i) [1 mark] Correct calculation of both values of \(k\) with units of \(\text{s}^2\text{ m}^{-1}\) (or \(\text{s}^2\text{ cm}^{-1}\)).
- (d)(ii) [2 marks] Quantitative comparison between percentage difference and estimated percentage uncertainty. Concludes whether the relationship is supported (supported if percentage difference is less than estimated percentage uncertainty, or less than a stated limit of 10%).
- (e) & (f) Limitations and Improvements (8 marks): Award 1 mark for each unique, valid limitation (max 4) and 1 mark for each corresponding valid improvement (max 4). Do not accept generic answers like "human error" or "do it more carefully".
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